13-073 (43) ALLIED TESTING LABORATORIES,
115 St George Road • Springfield, Massachusetts 01 104 /3 73
Phone: (4 13) 736-1846 Fax: (4 13) 736-1838
;ONCRETE FIELD REPORT NO. 2 DATE: 11/25/03
Client: Delphi Construction, Inc.
Project: Rock Ridge @ Northampton, MA Assisted Living Facility
Contractor: Delphi Construction, Inc. / Valley Concrete
Producer: Bill Willard Concrete
Location of Concrete Placement: Elevator Pad
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard, Project Manager
CYLINDER FABRICATION - ASTM C31
DATE CAST: 11/25/03
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:00 -- 3000 4 1/4' Elevator Pad
SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content (%)
13:00 -- 4 1/4" 13:00 -- 5.8%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064
Time Temperature Time Truck No. Temperature
13:00 45°F 13:00 -- 66°F
Weather: Sunny/Clear
Temp: 40's
No. Yds: 6
DEC - Respectfully submitted,
2003 ALLIED ��ESTING L RATORIES, INC.
a-4-01:(4"
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
1 I S St George Road • Springfield, Massachusetts 01 104
Phone: (4 13) 736-1846 Fax: (413) 736-1838
:ONCRETE FIELD REPORT NO. 2 DATE: 11/25/03
Client: Delphi Construction, Inc.
Project: Rock Ridge @ Northampton, MA Assisted Living Facility
Contractor: Delphi Construction, Inc. / Valley Concrete
Producer: Bill Willard Concrete
Location of Concrete Placement: Elevator Pad
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard, Project Manager
CYLINDER FABRICATION - ASTM C31
DATE CAST: 11/25/03
IDENTIFICATION TIME TRUCK CLASS SJP EXACT LOCATION
A,B,C,D 13:00 -- 3000 41111111111 Elevator Pad
SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content (%)
13:00 -- 4 1/4" 13:00 -- 5.8%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064
Time Temperature Time Truck No. Temperature
13:00 45°F 13:00 -- 66°F
Weather: Sunny/Clear
Temp: 40's
No. Yds: 6
Respectfully submitted,
SEC - 1 2003 ALLIED ESTING L RATORIES, INC.
\ \ - aga.
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ro
ALLIED TESTING LABORATORIES, INC.
115 St.George Road • Springfield, Massachusetts 01104
Phone: (413) 736-1846 Fax: (413) 736-1838
CONCRETE FIELD REPORT NO. 3 DATE: 11/26/03
Client: Delphi Construction, Inc.
Project: Rock Ridge @ Northampton, MA Assisted Living Facility
Contractor: Delphi Construction, Inc. / Valley Concrete
Producer: Bill Willard Concrete
Location of Concrete Placement: Southwest Footing
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard, Project Manager
CYLINDER FABRICATION - ASTM C31
DATE CAST: 11/26/03
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 15:30 15 3000 3 3/4" Southwest Footing
SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content (%)
15:30 15 3 3/4" 15:30 15 6.4%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE — ASTM C1064
Time Temperature Time Truck No. Temperature
15:30 44°F 15:30 15 66°F
Weather: Clear
Temp: 40's
No. Yds: 20 1/2. __
Ji7 _
DEC - l 2003
Respectfully submitted,
ALLIED ESTIN/GG L RATORIES, INC.
/.
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St.George Road • Springfield, Massachusetts 01 104
Phone: (4 13) 736-1846 Fax: (41-3) 736-1838
CONCRETE FIELD REPORT NO. 3 DATE: 11/26/03
Client: Delphi Construction, Inc.
Project: Rock Ridge @ Northampton, MA Assisted Living Facility
Contractor: Delphi Construction, Inc. / Valley Concrete
Producer: Bill Willard Concrete
Location of Concrete Placement: Southwest Footing
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard, Project Manager
CYLINDER FABRICATION - ASTM C31
DATE CAST: 11/26/03
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 15:30 15 3000 3 3/4" Southwest Footing
SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content (%)
15:30 15 3 3/4" 15:30 15 6.4%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE — ASTM C1064
Time Temperature Time Truck No. Temperature
15:30 44°F 15:30 15 66°F
Weather: Clear
Temp: 40's
No. Yds: 20 1/2
DEC - 2003
Respectfully submitted,
ALLIED ESTING L RATORIES, INC.
l/ li;�(r�
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
Dec U4 U:3 DJ: boa Ue t pn i Lonstruct:i on inc 1 u /d Sri Y:, r , N,
ALLIED TESTING LABORATORIES, INC.
115 St George Road • Springfield,Massachusetts 01 104
Phone:(413) 736-1846 Fax:(413) 736-1838
COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS—ASTM C39 •
REPORT NO: 1
CLIENT: Delphi Construction, Inc.
PROJECT: Rock Ridge @ Northampton, MA - Assisted Living Facility
LOCATION OF CONCRETE PLACEMENT: Basement Footing, Line 017 thru F16 Clockwise
REPORTED TO: Delphi Construction, Inc.-Att: Mr. Paul Leonard DATE: 12/1/03
CONCRETE CLASS 3000
Mixture Weights per cubic yard DEC
Cement (Ibs)
Fine Aggregate (Ibs)
Coarse Aggregate (Ibs)
DEC - 3 2003
Water (gals)
Admixture (oz) ' •
LABORATORY NO. A-135
Specimen No. A
Slump (in) 2"
Entrained Air Content (°%) 4.77
Concrete Temp. 70°F
Date Sampled 11/24/03
Date Received 11/25/03
Date Tested 12/1/03
Age at Test (days) 7
Dimensions (in) 6x12
Area (sq in). 28.3
Wgt. of Specimen (Ibs) 29.6
Total Load (lbs) 87,890
COMPRESSIVE STRENGTH (psi) 3110
Remarks.
Respectfully submitted,
ALLIED TESTING BORATORIES, INC.
Copy: LaC I
By: Chester V. Dawicki
•
tr:=2 -Lij=17 ALLIED TESTING LABORATORIES, INC.
115 St.George Road • Springfield,Massachusetts 01104 fee,
Phone: (413) 736-1 846 Fax: (413) 736-1838
CONCRETE FIELD REPORT NO. 1 DATE: 11/24/03
Client: Delphi Construction, Inc.
Project: Rock Ridge @ Northampton, MA Assisted Living Facility
Contractor: Delphi Construction, Inc.
Producer: Willard Concrete
Location of Concrete Placement: Basement Footing, Line 017 thru F16 Clockwise
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard, Project Manager
CYLINDER FABRICATION - ASTM C31
DATE CAST: 11/24/03
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 21 3000 2" Basement Footing, Line 017
Thru F16 Clockwise
SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content (%)
13:30 21 2" 13:30 21 4.7%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064
Time Temperature Time Truck No. Temperature
13:30 50°F 13:30 21 70°F
Weather: Sunny
Temp: 50's
Respectfully submitted,
': !� DEC - 1 2003 ALLIED TESTING L RATORIES, INC.
///' ax,(y.e.4.
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
•
fz==iiij=1:7 ALLIED TESTING LABORATORIES, INC.
115 St.George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846 Fax: (413) 736-1838
CONCRETE FIELD REPORT NO. 1 DATE: 11/24/03
Client: Delphi Construction, Inc.
Project: Rock Ridge @ Northampton, MA Assisted Living Facility
Contractor: Delphi Construction, Inc.
Producer: Willard Concrete
Location of Concrete Placement: Basement Footing, Line 017 thru F16 Clockwise
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard, Project Manager
CYLINDER FABRICATION - ASTM C31
DATE CAST: 11/24/03
IDENTIFICATION TIME TRUCK CLASS SLUMP EXACT LOCATION
A,B,C,D 13:30 21 3000 2" Basement Footing, Line 017
Thru F16 Clockwise
SLUMP TESTS - ASTM C143 AIR CONTENT TESTS - ASTM C173 or C231
Time Truck Slump Time Truck No. Air Content (%)
13:30 21 2" 13:30 21 4.7%
AMBIENT TEMPERATURE CONCRETE TEMPERATURE - ASTM C1064
Time Temperature Time Truck No. Temperature
13:30 50°F 13:30 21 70°F
Weather: Sunny
Temp: 50's
•
DEC - I am Respectfully submitted,
ALLIED TESTING
L RATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
4L-7401-.' ALLIED TESTING LABORATORIES, INC.
115 St.George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846 Fax: (413) 736-1838
Report No. 2 of Soils Tests Date: 11/20/03
Client: Delphi Construction, Inc.
Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY
Subject: Soils Tests
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (7) (pcf) (7.)
1 Footing T22 103.7 5.3 103.4 100.3
2 Footing J23 100.4 5.4 103.4 97.1
3 Footing G22 105.5 10.4 103.4 102.0
4 Footing F10 104.2 16.7 103.4 100.8
5 Footing H10 97.8 5.5 103.4 94.6
6 Footing J17 102.3 15.0 103.4 99.0
7 Footing 018 124.7 10.1 122.0 102.2
8 RETEST OF TEST #5 100.3 6.4 103.4 97.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
By: Chester V. Dawicki
Director of Testing Services
NOV 2 1 2003
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846 Fax: (413) 736-1838
Report No. 2 of Soils Tests Date: 11/20/03
Client: Delphi Construction, Inc.
Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY
Subject: Soils Tests
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard
TEST: DENSITY OF SOIL IN PLACE BY NUCLEAR METHOD - ASTM D2922
TEST DRY MOISTURE MAXIMUM
NO. LOCATION DENSITY CONTENT DENSITY COMPACTION
(pcf) (%) (pcf) (%)
1 Footing T22 103. 7 5.3 103.4 100.3
2 Footing J23 100.4 5.4 103.4 97.1
3 Footing G22 105.5 10.4 103.4 102.0
4 Footing F10 104.2 16.7 103.4 100.8
5 Footing H10 97.8 5.5 103.4 94.6
6 Footing J17 102.3 15.0 103.4 99.0
7 Footing 018 124.7 10.1 122.0 102.2
8 RETEST OF TEST #5 100.3 6.4 103.4 97.0
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
elijt, ,6:144i6!.4-
By: Chester V. Dawicki
Director of Testing Services
NOV 2 1 2003
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (413) 736-1846 Fax: (413) 736-1838
Report No. 1 of Soils Tests Date: 11/18/03
Client: Delphi Construction, Inc.
Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY
Subject: Soils Tests
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard
Herewith is submitted, the results of tests conducted on material proposed for use at
the above noted project. Samples picke dup on site by Allied personnel on 11/17/03
at client's request.
TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557
Lab. No. 5931 5932 5933
Identificaiton: Sand Top Clay Middle Sand bottom
Maximum Dry Unit Weight: (pcf) 124.6 122.0 103.4
Optimum Water Content: (%) 10.0 11.4 3.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
a4;;L. 1/ 41MAJ`'
By: Chester V. Dawicki
Director of Testing Services
NOV 1 9 2003
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.
ALLIED TESTING LABORATORIES, INC.
115 St. George Road • Springfield, Massachusetts 01 104
Phone: (4 13) 736-1846 Fax: (413) 736-1838
Report No. 1 of Soils Tests Date: 11/18/03
Client: Delphi Construction, Inc.
Project: ROCK RIDGE AT NORTHAMPTON, MA ASSISTED LIVING FACILITY
Subject: Soils Tests
Reported to: Delphi Construction, Inc. - Att: Mr. Paul Leonard
Herewith is submitted, the results of tests conducted on material proposed for use at
the above noted project. Samples picke dup on site by Allied personnel on 11/17/03
at client's request.
TEST: MOISTURE/DENSITY RELATIONSHIP OF SOILS TEST - ASTM D1557
Lab. No. 5931 5932 5933
Identificaiton: Sand Top Clay Middle Sand bottom
Maximum Dry Unit Weight: (pcf) 124.6 122.0 103.4
Optimum Water Content: (%) 10.0 11.4 3.8
Respectfully submitted,
ALLIED TESTING LABORATORIES, INC.
aLLi' <steL.
By: Chester V. Dawicki
Director of Testing Services
NOV 1 9 2003
MEMBER: A.S.T.M. / A.C.I. / A.W.S. / A.S.N.T. / M.C.I.B. / I.A.C.R.S.